Pseudo-dynamic stability analysis of 3D rock slopes considering tensile strength-modified Hoek–Brown failure criterion: Seismic UBLA implementations
| Autor: | Hu, Yining a, b, Sun, Zhibin c, Ji, Jian a, ⁎ |
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| Zdroj: | In Engineering Geology December 2024 343 |
| Databáze: | ScienceDirect |
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